Daftar Pustaka Draft Laporan Tugas Akhir (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Sulawesi Selatan
British Standard. Bruun,Per.Port Engineering Volume 1, 4th Edition. Gulf Publishing Company. CERC.1984.Shore Protection Manual Volume I. Washington: US Army Corps of Engineer. CERC.1984. Shore Protection Manual Volume II. Washington: US Army Corps of Engineer. Christady Hardiyatmo, Hary.2002.Teknik Fondasi 1 edisi kedua.Yogyakarta : Beta Offset. Das,Braja M.1990. Principles of Foundation Engineering 2nd Edition. Massachussets : PWSKENT Publishing Company. Mac Gregor, James.1997.Reinforced Concrete Mechanic And Design. New Jersey : Prentice Hall Inc. Mc Cormac, Jack C. Alih bahasa : Sumargo, Ph.D. Desain Beton Bertulang edisi kelima Jilid 1. Jakarta : Penerbit Erlangga. SKSNI 2002 03-xxxx-2002. Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung. Jakarta : Badan Standardisasi Nasional. SKSNI T-15-1991, Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung. Jakarta : Badan Standardisasi Nasional. SNI 1726-2002. Tata Cara Perencanaan Ketahanan Gempa Untuk Bangunan Gedung . Jakarta : Badan Standardisasi Nasional RSNI T-02-2005 Standar Pembebanan untuk Jembatan Triatmodjo, Bambang. 1999. Pelabuhan. Yogyakarta : Beta Offset. T.Gunawan dan Margaret Saleh. 1999. Teori dan Soal Penyelesaian Struktur Beton Bertulang Jilid 1.Jakarta : Delta Teknik Group. The Overseas Coastal Area Development Institute of Japan (OCDI), Technical Standards For Port And Harbour Facilities in Japan. Tokyo Japan .2002. W Tedesco, Joseph. 1999.Structural Dynamic.California : Addison Wesley Longman, Inc. Draft Laporan Tugas Akhir (KL-40Z0) ■ Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Sulawesi Selatan
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Draft Laporan Tugas Akhir (KL-40Z0) ■ Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Sulawesi Selatan
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LAPORAN TUGAS AKHIR (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Propinsi Sulawesi Selatan
Lampiran A
Data Tanah
TABEL A.1 DRILL LOG HOLE No. BL.01 PROJECT
:
RENCANA DERMAGA PENYEBRANGAN
COORDINATE : X =
: LOCATION
:
DEPTH
Y = DS. GARONGKONG
AVERAGE CORE RECOVERY :
DATE
66,13
: FROM= TO
=
DEPTH (m)
ELEVA SAM
OR
23 - 08 - 2007 DRILLED BY : Bejo
TION PLE FORMATION
GROUND COLUMN
ELEVATION
: - 7,00 Meter ( Sea bad )
DRILL RIG
: Long Year
LOGGED BY
:
20 - 08 - 2007
ROCK TYPE DATE
: 40,00 Meter
INCLINATION : Vertical
D E S C R I P T I O N
SECTION
CASS WATER
core
R Q D
recovery
DOWN LEVEL 0
100
PERMEA N
Cm 0
100 %
GRAPHIC S.P.T.BILITY
SPT
(m)
0 20 40 60 80 cm/sec
% 20/08/07
K
DEPTH
…:…:…:…:…:… 1,00
…:…:…:…:… SPT.1
2,00
60
1,00
…:…:…:…:…:… DS.1
…:…:…:…:… …:…:…:…:…:…
3,00
…:…:…:…:… SPT.2
…:…:…:…:…:…
4,00
70
N= 12/30
2,00
Pasir sisipan kerang, butiran pasir halus, warna putih,
3,00
60
3,00
sifat lepas
…:…:…:…:…
60
N= 14/30
4,00
…:…:…:…:…:… 5,00
5,00
DS.2
…:…:…:…:…
5,00
50
5,00
50
6,00
…:…:…:…:…:… 6,00
…:…:…:…:… SPT.3
…:…:…:…:…:…
7,00
…:…:…:…:…
40
N= 23/30
7,00
…:…:…:…:…:… 8,00
…:…:…:…:… SPT.4
40
8,00
…:…:…:…:…:…
9,00
…:…:…:…:… …:…:…:…:…:…
21/08/07 10,00
8,00
DS.3
…:…:…:…:…
Pasir kasar,
60
N= 45/30
9,00
warna abu - abu, sifat sedang
60
10,00
50
11,00
…:…:…:…:…:… 11,00
…:…:…:…:… SPT.5
11,00
…:…:…:…:…:…
12,00
…:…:…:…:…
60
N= 47/30
12,00
…:…:…:…:…:… 13,00
…:…:…:…:… SPT.6
40
…:…:…:…:…:…
14,00
13,00
###
…:…:…:…:…
40
N= 45/30
14,00
…:…:…:…:…:… 15,00
15,00
DS.4
…:…:…:…:…
85
15,00
95
16,00
========== 16,00
========= SPT.7
###
==========
17,00
=========
90
N= 43/30
17,00
========== 18,00
========= SPT.8
###
========= ========== DS.5
========= ==========
21,00
========= SPT.9
18,00
==========
19,00
22/08/07 20,00
90
==========
90
N= 45/30
19,00
Lempung, warna hitam keabu - abuan,
80
20,00
80
21,00
sifat sedang - padat, plastisitas tinggi
###
22,00
=========
85
N= 45/30
22,00
========== 23,00
========= SPT.10
85
23,00
==========
24,00
=========
###
90
N= 47/30
24,00
========== 25,00
25,00
DS.6
=========
70
25,00
60
26,00
=…=…=…=…=…= 26,00
=…=…=…=…= SPT.11
=…=…=…=…=…=
27,00
=…=…=…=…=
###
60
N= 52/30
27,00
=…=…=…=…=…= 28,00
=…=…=…=…= SPT.12
29,00
=…=…=…=…= =…=…=…=…=…=
23/08/07 30,00
80
28,00
=…=…=…=…=…=
DS.7
=…=…=…=…= =…=…=…=…=…=
31,00
Lempung pasiran,
###
sifat padat,
SPT.13
N= 55/30
29,00
85
30,00
60
31,00
plastisitas rendah - sedang
=…=…=…=…= =…=…=…=…=…=
32,00
80
warna abu - abu kehitaman,
###
=…=…=…=…=
60
N= 56/30
32,00
=…=…=…=…=…= 33,00
=…=…=…=…= SPT.14
70
33,00
=…=…=…=…=…=
34,00
=…=…=…=…=
###
70
N= 57/30
34,00
=…=…=…=…=…= 35,00
35,00
DS.8
=…=…=…=…=
60
35,00
50
36,00
=…=…=…=…= 36,00
=…=…=…=…=…= SPT.13
37,00
=…=…=…=…= =…=…=…=…=…= =…=…=…=…=
38,00
=…=…=…=…=…= SPT.14
39,00
###
=…=…=…=…= =…=…=…=…=…=
Lempung pasiran, sisipan batu karang,
50
N= 58/30
37,00
warna putih keabu - abuan, sifat keras plastisitas sedang - tinggi
70
38,00
### 60
N= > 60
39,00
=…=…=…=…= 40,00
=…=…=…=…=…=
50
40,00
TABEL A.2 SOIL MECHANIC LABORATORY
LABORATORY TEST RESULT
PROJECT
:
RENCANA DERMAGA PENYEBRANGAN
LOCATION
:
DS. GARONGKONG ATTERBERG
BOR No
DEPTH
Gs
γd
(m) BL.1
γm
Wn
Wl
Wp
DIRECT SHEAR Ip
C
φ
t/m3
t/m3
%
%
%
%
kg/cm2
degre
2,00
-
2,50
2,685
1,413
1,831
29,56
NP
NP
NP
0,10
32,34
5,00
-
5,50
2,675
1,612
1,905
18,15
NP
NP
NP
0,05
33,92
10,00
-
10,50
2,676
1,658
1,928
16,31
NP
NP
NP
0,07
33,22
15,00
-
15,50
2,667
1,321
1,751
32,52
61,87
29,48
32,39
0,22
25,64
20,00
-
20,50
2,666
1,342
1,762
31,25
62,57
29,15
33,42
0,19
26,25
25,00
-
25,50
2,671
1,394
1,792
28,57
54,37
28,66
25,71
0,17
27,92
30,00
-
30,50
2,671
1,380
1,789
29,64
52,91
28,32
24,59
0,15
27,22
35,00
-
35,50
2,677
1,532
1,862
21,52
NP
NP
NP
0,14
30,21
GRADATION BOR No
DEPTH
e
n
(m) BL.1
A-3
2,00
-
Sr
Gravel
Sand
Silt
Clay
%Finer
UNIFIED
%
%
%
%
%
#200
CLASS
13,90
SM
2,50
0,900
0,474
88,20
2,20
84,10
-
-
REMARKS Disturbed Sample
5,00
-
5,50
0,659
0,397
73,67
5,30
83,20
-
-
11,50
SM
Disturbed Sample
10,00
-
10,50
0,614
0,381
71,04
9,50
76,50
-
-
14,00
SM
Disturbed Sample
15,00
-
15,50
1,018
0,505
85,16
-
5,20
48,59
46,21
94,80
CH
Disturbed Sample
20,00
-
20,50
0,614
0,381
71,04
-
4,00
43,91
52,09
96,00
CH
Disturbed Sample
25,00
-
25,50
1,018
0,505
85,16
-
3,00
46,97
50,03
97,00
CH
Disturbed Sample
30,00
-
30,50
0,936
0,483
84,62
-
14,00
43,84
42,16
86,00
CH
Disturbed Sample
35,00
-
35,50
0,747
0,428
77,11
9,50
77,30
-
-
13,20
SM
Disturbed Sample
LAPORAN TUGAS AKHIR (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Propinsi Sulawesi Selatan
Lampiran B
Data Kontainer
DIMENSI KONTAINER (Sumber: Evergreen Marine Corp.) DRY CARGO CONTAINER 1 TEU STEEL DRY CARGO CONTAINER
Length 20 ft 6,058 m
Exterior Width 8 ft 2,438 m
Height 8,6 ft 2,591 m
Length 19, 48 ft 5,898 m
Interior Width 7,27 ft 2,352 m
Height 7,63 ft 2,385 m
GROSS 30480 kg
Weight TARE 2400 kg
NET 28080 kg
DRY CARGO CONTAINER 2 TEUS STEEL DRY CARGO CONTAINER
Length 40 ft 12,192 m
Exterior Width 8 ft 2,438 m
Height 8,6 ft 2,591 m
Length 39,365 ft 12,032 m
Interior Width 7,27 ft 2,352 m
Height 7,63 ft 2,385 m
GROSS 30480 kg
Weight TARE 4000 kg
NET 26480kg
LAPORAN TUGAS AKHIR (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Propinsi Sulawesi Selatan
Lampiran C
Gambar Desain
